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Q <br />Q <br />U) <br />m <br />Q <br />N_ <br />V <br />Co <br />0 <br />N <br />cCU <br />G <br />O <br />C <br />7P <br />0 <br />�t <br />O <br />0 <br />0 <br />1;3- <br />co <br />N <br />E <br />M <br />U_ <br />n <br />:91 <br />DENSE WOODS <br />g <br />A <br />G I RCPI #3 <br />E RCPI#2 <br />D RCPI <br />B CIVIL PERMIT ISSUE <br />REV. REVISION DESCRIPTION <br />8 <br />7 6 5 I r 4 3 2 1 <br />x x / <br />--t�E N <br />E, MD 0 <br />1Z BID <br />/ <br />X81.4 <br />\ / 78— — <br />S CUT EDGE AND EXTEND I I `I�,8r❑ I / <br />IDEWALK AS SHOWN Xals I J4.2 <br />MATCH EXISTING <br />co <br />— _ <br />' Imo' II X — XT7 <br />182.3 <br />-- --- __---- <br />1 E;5" — — — <br />RUCK GATE rj <br />LACED) <br />~z <br />! a EXISTING <br />! IQ z1 z HEAVY-DUTY <br />� I� C, ASPHALT <br />! ! IQ x = c = PAVEMENT <br />Cn I Q // I <br />Q z G// \ I > <br />!! RAMP OWN @ © �Q' > <br />1 :1 MAX. j / i ! P EXISTING TYPE'C' INLET <br />!I \ .• x a.+, / +• / +. I _ �+GRATE EL 80.30 <br />/ oy� oy� oo INV 77.50 (N) 0 45.72' - ABT, INC. POLYDRAIN <br />(! I MATCH EXISTING PAV�MENT g'* ono I o0 0l. Q MATCH EXISTING PAVEMENT SYSTEMS TRENCH DRAIN <br />TCH TOPIOF SIDEW LK ME 3 ` h ° 8o GRATE ELEV = 80,30 <br />TO E"I ISTING PAVEMENT EIEV w ° 0 ° ; 4- g —= — —a- a -- — — <br />° a © ABT, INC. POLYDRAIN <br />I g ° ° ° ° , ° SYSTEMS 2610 CATCH BASIN <br />EXISTING > o e " s0.30 ° <br />WA R VALVE + o�R' 00`` 6��0 ° . e < a ° ° ° ° ' GRATE ELEV = 80.30 <br />&BOX I z o o I° °� ° a INV OUT =76.30 <br />~ i a LYDRAIN <br />4 C ° ° A <br />824 G <br />I ,�—� a , ° a.a 6.53' - ABT, INC. PO <br />! _ a° °a a °° C SYSTEMS TRENCH DRAIN <br />RADE AR TO DRAT TO a��h o�oo o��\ o�oo �� i o�oo, ° ° goh.e n 4 a< �yp� GRATE ELEV = 80.30 <br />EXISTINIG STORM INLET 0 0 0 o <br />I s a OD 20' -12" SCHED. 40 PVC @ 0.50 /o <br />I ! a 0 66' - 8" SCHED. 40 PVC ROOF DRAIN <br />E <br />a° <br />° <br />° <br />+OMATCH TO OF SIDEW�LK H o ° Q 15"x15'x8"WYE& <br />0 © a 12" x 15" INCREASERT�XISTING P VEMENT E EV a <br />" INV ELEV = 76.20 <br />RAMP OWN @ I I 0.30 (D82' -15" SCHED. 40 PVC @ 0.50% <br />1 :1 MAX.C.O.`S ° a I �o . < <¢, _ e G 0. �o <br />I QH CORE INTO SIDE OF STORM INLET <br />EXISTING U/G—{� <br />UTIL RISER BOX <br />yII/ <br />82.5 <br />I <br />! <br />I! <br />II <br />I <br />I <br />JRH <br />04/30/2018 <br />JRH <br />03/30/2018 <br />JRH <br />03/16/2018 <br />JRH <br />02/15/2018 <br />DRN. <br />REV. DATE <br />7 <br />H <br />5 <br />REV. <br />MATCH EXISTING PAVEMENT �—ME MEN <br />!X ! PARKING \ 82.00 TOP W. <br />w <br />DI \ I <br />TOP=80.61 _ <br />/ ASPHALT <br />- / PARKING ! <br />I <br />I ! <br />II / <br />ADDENDUM #2 <br />FO #5 <br />REVISION DESCRIPTION <br />KJC 05/16/2018 <br />KJC 05/01/2018 <br />DRN. REV. DATE <br />AND CONNECT 15" PVC PIPE TO <br />STRUCTURE W/ WATER -TIGHT BOOT <br />INV ELEV = 75.79 <br />Snnshin <br />Call 811 or www.sunshine811 _com two full <br />business days before digging to have utilities <br />located and marked. <br />Check positive response _odes before you dT1 <br />PRELIMINARY <br />NOT FOR CONSTRUCTION <br />THIS DRAWING IS NOT IN FINAL FORM AND IS BEING TRANSMITTED SOLELY FOR REVIEW, <br />COMMENT AND INTERPRETATION BY THE PUBLIC AGENCY FURTHERMORE, THIS DOCUMENT <br />MAY SUBSEQUENTLY BE REVISED BY THE ENGINEER TO REFLECT RESOLUTION OF ISSUES WITH <br />THE PUBLIC AGENCY PRIOR TO FINAL ACTION BY THE AGENCY. CHANGES, REVISIONS AND <br />MODIFICATIONS MAY PROMPT ADDITIONAL DOCUMENT SUBMITTAL FOR AGENCY APPROVAL. <br />WAREHOUSE EXPANSION <br />heHaskell <br />Company ZEPHYRHILLS NATURAL SPRING WATER <br />I�IASKELL I <br />Jacksonville, Florida 32202 ZE P H YR H I LLS, FLORIDA <br />Phone # (904) 791-4500 <br />NORrHAMERICA The Infarmatim owtakwd on thb domrowt b tM cols pvperty Of NI <br />CORPORATE ENGINEERING OFFICE and may not be copied or dhwkxmd to o9we wVIA' Nw a�ftwi d by N <br />REV. REVISION DESCRIPTION DRN. REV. DATE DRAM oESM FIRM 3401007 1322 CRESTSIDE DRIVE, SUITE 100 DATE: D.M. SCALE <br />OOPRIX NO.: COPPELL, TEXAS 75019 C+ <br />5 4 3 2 <br />►rl <br />0 20 40 <br />A a <br />No 64986 <br />r , <br />iIr s <br />STATE" t?F ,tZ' <br />sr �{ <br />PEG NU. b4' <br />f <br />NORTH GRADING & DRAINAGE PLAN <br />SIZE SPIFFY N0: REV. NM <br />D C-141 <br />1 <br />C <br />n <br />